Zobrazeno 1 - 8
of 8
pro vyhledávání: '"EL Mehdi Echebba"'
Autor:
Abdelhay El Omari, Mimoun Chourak, El Mehdi Echebba, Seif-Eddine Cherif, Carlos Navarro Ugena, Mohamed Rougui, Fadi Hage Chehade, Francisco Lamas Fernández, Aboubakr Chaaraoui
Publikováno v:
Infrastructures, Vol 6, Iss 2, p 29 (2021)
The last seismic events showed that tunnel lining may suffer extensive damage. Employing numerical modeling has a great importance in predicting the seismic performance of tunnels. This paper tests the tunnel lining of the Zaouit Ait Mellal (ZAM) twi
Externí odkaz:
https://doaj.org/article/1c1fef73a81b4eb3aeacdd641ebb41fb
Autor:
El Mehdi Echebba, Hasnae Boubel, Abdelhay El Omari, Mohamed Rougui, Mimoun Chourak, Fadi Hage Chehade
Publikováno v:
Infrastructures, Vol 6, Iss 2, p 20 (2021)
The type and the properties of the soil can potentially intensify the internal forces on buildings during seismic loads. To predict the effects of the soil parameters on the soil–structure interaction of buildings, it is necessary to consider the s
Externí odkaz:
https://doaj.org/article/f785b2e3881d42abade950dd7bc81f27
Publikováno v:
MATEC Web of Conferences, Vol 149, p 02043 (2018)
Considering in this work, a simplified methodology was proposed in order to evaluate seismic vulnerability of Reinforced Concrete Bridge. Reliability assessment of stress limits state and the applied loading which are assumed to be random variables.
Externí odkaz:
https://doaj.org/article/dec09572cdb0403ca4fe0d6161d8b0a7
Autor:
Abdelhay El Omari, Aboubakr Chaaraoui, M. Chourak, Seif-eddine Cherif, Mohamed Rougui, Carlos Navarro Ugena, El Mehdi Echebba
Publikováno v:
Materials Today: Proceedings. 45:7566-7570
Considerable advances in the development of user-friendly modeling code against the limitations of analytical methods have led to an increase in the utilization of numerical methods to predict the dynamic behavior of tunnel lining under seismic loadi
Publikováno v:
Pollack Periodica. 15:37-44
In this paper, an evaluation was tried for the impact of structural design on structural response. Several situations are foreseen as the possibilities of changing the distribution of the structural elements (sails, columns, etc.), the width of the s
Autor:
Mohamed Rougui, Fadi Hage Chehade, Carlos Navarro Ugena, Aboubakr Chaaraoui, Abdelhay El Omari, Francisco Lamas Fernández, El Mehdi Echebba, Seif-eddine Cherif, Mimoun Chourak
Publikováno v:
e-Archivo. Repositorio Institucional de la Universidad Carlos III de Madrid
instname
Infrastructures
Volume 6
Issue 2
Digibug: Repositorio Institucional de la Universidad de Granada
Universidad de Granada (UGR)
Infrastructures, Vol 6, Iss 29, p 29 (2021)
Digibug. Repositorio Institucional de la Universidad de Granada
instname
Infrastructures
Volume 6
Issue 2
Digibug: Repositorio Institucional de la Universidad de Granada
Universidad de Granada (UGR)
Infrastructures, Vol 6, Iss 29, p 29 (2021)
Digibug. Repositorio Institucional de la Universidad de Granada
A large part of this research was done within the Continuum Mechanics and Structural Analysis Department, Carlos III University of Madrid, Spain, in the framework of Erasmus grant mobility of 6 months. The authors appreciate the grant from the Erasmu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::056852861e8f1d06f8c1300a7584f0d2
http://hdl.handle.net/10016/33314
http://hdl.handle.net/10016/33314
Autor:
Fadi Hage Chehade, Mohamed Rougui, El Mehdi Echebba, Abdelhay El Omari, Hasnae Boubel, Mimoun Chourak
Publikováno v:
Infrastructures, Vol 6, Iss 20, p 20 (2021)
Infrastructures
Volume 6
Issue 2
Infrastructures
Volume 6
Issue 2
The type and the properties of the soil can potentially intensify the internal forces on buildings during seismic loads. To predict the effects of the soil parameters on the soil–structure interaction of buildings, it is necessary to consider the s
Publikováno v:
MATEC Web of Conferences, Vol 149, p 02035 (2018)
The current performance-based seismic assessment procedure can be computationally intensive as it requires many time history analyses (THA) each requiring time intensive post-processing of results. Time history analysis is a part of structural analys